RFI - Engineering Plans · MCU22/0197

N




                                                                                                                                                                                                 S
              CP                                                                                                     671
            SP111801                                                                                               RP225123




                                                                                                                                                                                             S




                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                           .09




                                                                                                                                                                                                                      .2
                                                                                                                                                                                                                    37
                                                                                                                                                                                                                                         37




                                                              8
                                                              .7
                                                            38
                                                                                     2
                                                                                   .5
                                                                                 38




                                                                                                                          1
                                                                                                                          .4
                                                                                                                                                                                                        37




                                                                                                                        38




                                                                                                                                                           2
                                                                                                                                                                    69                                         .5




                                                                                                                                                         .4
                                                                                                                                                                   .




                                                                                                                                                                                        S
                                                                                                                                                       38
                                                                                                                                                                38                   37
                                                                                                                                                                                       .9
                                                                                                                                                                                         6

                                                                      UP




                                                                                                                                                                                                       37
                                                                                                                                                                                                         .93
                                                                                                                                                                                                                       37.83




                                                                                                                                                                                                                        TBM (Nail in Kerb)
                                                                                                                                                                                                                        RL38.17 AHD
                                                                                                                                                                                             38
                                                                                                                                                                                                 .5
                                                                                                          UP                                                                                       2




                                                                                                                                                                                                                          38.53




             CP
          SP111802
                                                                                                                                                                                                                            39.20


                                                                                                                                                                                                                                                                                                                                0.80               3.05                      1.15




                                                                                                                                                                                                       39.
                                                                                              UP




                                                                                                                                                                                                         18
                                                                                                                                                                                                                           39.70



                                                                                                    UP




                                                                                                                                                                                                              40
                             42.77




                                                                                                                                                                                                                       Edge of Bitumen
                                                                                                                                                                                                                                                                                                                                0.95               3.05                      1.20




                                                                                                                                                                                                                                                               SOUTHERN CROSS PARADE
                                                                                                                                                                                                                                                                                                                                                    5.20


                            42.97
                                                                                                                                                                                                                                                                                                                          B99 VEHICLE (REALISTIC MIN RADIUS) (2004)




                                                                                                                                                                                                       40.
                                                                                                                                                                                                                                                                                                                          OVERALL LENGTH                                                5.200m




                                                                                                                                                                                                         88
                                                                                                                                                                                                                           40.74
                            43.59
                                                                                                                                                                                                                                                                                                                          OVERALL WIDTH                                                 1.940m
                                                                                                                                                                                                                                                                                                                          OVERALL BODY HEIGHT                                           1.878m
                                                                                                                                                                                                                                         TBM (Screw in Kerb)                                                              MIN BODY GROUND CLEARANCE                                     0.120m
                                                                                                                                                                                                                                         RL41.09 AHD                                                                      TRACK WIDTH                                                   1.840m
                                                                                                                                                                                                                                                                                                                          LOCK-TO-LOCK TIME                                             4.00s
                                                                                                                                                                                                                                                                                                                          KERB TO KERB TURNING RADIUS                                   6.250m




                                                                                                                                                                                        S
                                                                        1                                                                          2
                                                                     SP194330                                                                   SP194330                                                                      41.53




                                                                                                                                                                                                          .63
                                                                                                                                                                                                         41
                                                                                                                                                                                                                                                                                                                                  LEGEND:
                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                               VEHICLE BODY ENVELOPE

                                                                                                                                                                                                                                                                                                                                                               WHEEL PATH

                                                                                                                                                                                                                                                                                                                                                               0.3m OVERHANG




                                                                                                                                                                                                                                                                                                                                               1   0       1   2     3       4      5
                                                                                                                                                                                                                                                                                                                                       SCALE                                            (metres)
                                                                                                                                                                                                                                                                                                                                                    1 : 100 (FULL SIZE)



                                                                                                          CLIENT DETAILS:                                                PROJECT ADDRESS:                                                                                              APPROVED BY:             PROJECT NAME:

                                                                                                                                                                                                                                                                                                                PROPOSED RESIDENTIAL DUPLEX
                                                                                                                                                                                                                                                                                                                TITLE:                                             STATUS:
                                                                                                                               IZAROX QLD PTY LTD                             73 SOUTHERN CROSS PARADE
                                                                                                                                                                                                                                                                                                                VEHICLE SWEPT PATHS                                FOR APPROVAL - NOT FOR
                                                                                                                                                                                SUNRISE BEACH QLD 4567                                                                                                                                                             CONSTRUCTION
     © ABN 89 647 469 707
                                      B    23/02/23   INFORMATION RESPONSE               QT    JB    JB
                                                                                                                                                                                                                                                                                             NATHAN WAGSTAFF    PLAN SHEET 1 OF 8
        37 MARY ST                                                                                                                                                                                                                                                                              RPEQ: 26443
                                      A    25/10/22   FOR APPROVAL                       QT    JB    JB   SCALE:
    NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                                                        CPEng NER       DRAWING NUMBER:                                    PROJECT NUMBER:                 SHEET REV:
                                     REV   DATE               DESCRIPTION           DWN       CHK   APP
       +61 7 5211 1003
                                                                                                                                          1:100                                                                                                                                                DATE: 23/02/23                                                                                       SIZE:
    RECORCONSULTING.COM                                              REVISIONS
                                                                                                                                DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                060                                                20220237                        A1 B